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CPTG EXPIRATIO
'STAINING WALL PROGRAM: GREEN SITE 4' (1:2)
%T 1: K(HORIZ) = 3 PCF K(VERT) = 0 PCF.
RETAINED SOIL HEIGHT = .3.5 FT.
SLOPE OF.BACKFILL = 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
:ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 2.5 feet.
Footing .Thickness = 10 inches.
Footing Toe = 6 inches.
Footing Heel = 1.5 feet.
Wall Thickness . =. 6 inches.
Wall Height (max) = 4 feet.
Factor of Safety (Overturning) = 2.950065
Factor of Safety (Sliding) = 1.556992
Overturning moment = 564.6129 lb.ft.
Thrust = 350.4385 lb.
Retaining Moment = 1665.645 lb.ft.
Total Weight = 1212.511 lbs.
Max. Soil Bearing Pressure = 883.0276 psf.
Volume of Concrete per ft = .1512346 C.Y. /FT.
Volume of Backfill per ft = .2222264 C.Y. /ft.
WALL STEEL 1 ft from the top = 7.087805E -04 in.sq. /ft.
WALL STEEL 2 ft from the top = 5.673808E -03 in.sq. /ft.
WALL STEEL 3 ft from the top = 1.9.19214E -02 in.sq. /ft.
WALL STEEL 4 ft from the top = 4.569748E -02 in.sq. /.ft.
Maximum Allowable Steel Area = 1.336402 in.sq /ft.
#4 VERTS AT 52 IN O /C.
#5 VERTS AT 81 IN O /C.
#6 VERTS AT 115 IN O /C.
#7 VERTS AT 157 IN O /C.
#8 VERTS AT 207 IN O /C.
HEEL Steel (top) = 2.400171E -02 in.sq/ft. "
#4 TRANSVERSE (TOP) 99 IN O /C.
#5 154 IN O /C.
#6 219 IN O /C.
#7 299 IN O /C.
#8 394 IN O /C. Q
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TOE Steel (bottom) = 1.132153E -02 in.sq /ft.� r . • k
#4 HOOKS AT 211 IN .O /C. - CQVT
#5. 328 IN O /C.
#6 466 IN O /C. ' EXP../WE: 12J 1i _
#7 635 IN 0 /C.
#8 837 IN O /C.
Temperature Steel: Wall Horiz: Footing Longit:
#4 H AT 13 IN O /C.. ( 4 ) #4 CONT.
#5 ' H AT 20 IN O /C. ( 2 ) #5 CONT.
• 1W
:ETAINING WALL PROGRAM: . GREEN "SITE WALL (8') (1:2,2
K (HORIZ) = 30 PCF K(VERT) = 0 PCF.
'RETAINED SOIL HEIGHT = 7.5 FT.
SLOPE OF BACKFILL = 1 vert TO 2 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
:ESULTS OF COMPUTER DESIGN:
•
Footing Width (total) = 7 feet.
Footing Thickness = 12 inches.
Footing Toe = 8 inches.
Footing Heel = 5.5 feet.
Wall Thickness = 10 inches.
Wall Height (max) = 8 feet.
Factor of Safety (Overturning) = 3.288353
Factor of Safety (Sliding) = 1.565867
Overturning moment = 8111.172 lb.ft.
Thrust = 2070.938 lb.
Retaining Moment = 26672.4 lb.ft.
Total Weight = 7206.25 lbs.
Max. Soil Bearing Pressure = 1845.054 psf.
Volume of Concrete per ft = .5061729 C.Y. /FT.
Volume of Backfill per ft = 1.909722 C.Y. /ft.
WALL STEEL 2 ft from the top = 3.067365E -02 in.sq. /ft. •
WALL' STEEL 4 ft from the top = .1024582 in.sq. /ft.
WALL STEEL 6 ft from the top = .2345496 in.sq./ft.
WALL STEEL 8 ft from the - top = .4493593 in.sq./ft.
Maximum Allowable Steel Area = 2.672804 in.sq /ft.
#4 VERTS AT 5 IN 0 /C.
#5 VERTS AT 8 IN O /C.
#6 VERTS AT 11 IN 0 /C.
*7 VERTS AT 16 IN 0 /C.
#8 VERTS AT 21 IN O /C.
HEEL Steel (top) = .2156377 in. sq /ft .
f+
#4 TRANSVERSE (TOP) 11 IN 0 /C. pcP.1 a rr
45 17 IN 0/C. 1 # fi r.
*6 2.4. IN 0/C. t
#7 33 IN O /C. �G
#8 43 IN 0 /C. .
TOE Steel (bottom) = .0321597 in.sq/ft.
#4 HOOKS AT 74 IN O /C. )�
. #5 115 IN O /C. CO
*6 164 IN 0 /C.
#7 223 IN 0 /C. 'EXP..DAATE:
#8 294 IN 0 /C.
J Temperature Steel: Wall :Horiz: . Footing Longit:
*4 H .AT `$ IN 0 /C. ( 11 ) #4 CONT.
*5 H ,AT 12 IN 0 /C. ( 7 ), #5 CONT.
:ETAINING WALL PROGRAM: GREEN SITE (4' FLAT)
K(HORIZ) = 30 .PCF . K(VERT) = 0 PCF.
RETAINED SOIL HEIGHT:= 3.5 FT.
SLOPE OF BACKFILL = 1 vert.TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: • Concrete 3000 psi. Rebar ASTM Grade 40
:ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 2.5 feet.
Footing Thickness = 10 inches.
Footing Toe = .6 inches.
Footing Heel = 1.5 feet.
Wall Thickness = 6 inches.
Wall Height (max) = 4 feet.
Factor of Safety (Overturning) 2.950065
Factor of Safety (Sliding) = 1.556992
Overturning moment = 564.6129 lb.ft.
Thrust = 350.4385 ib.
Retaining Moment = 1665.645 lb.ft.
Total Weight = 1212.511 lbs.
Max. Soil Bearing Pressure = 883.0276 psf.
Volume of Concrete per ft = .1512346 C.Y. /FT.
Volume of Backfill per ft = .2222264. C.Y. /ft.
. WALL STEEL 1 ft from the top = 7.087805E -04 in.sq. /ft.
WALL STEEL 2 ft.from the top = 5.673808E -03 in:sq. /ft.
WALL STEEL 3 ft from the top = 1.919214E -02 in.sq. /ft.
WALL STEEL 4 ft from the top = 4.569748E -02 in.sq. /ft.
Maximum Allowable Steel Area = 1.336402 in.sq /ft.
#4 VERTS AT 52 IN O /C.
#5 VERTS AT 81 IN O /C.
#6 VERTS AT 115 IN O /C.
#7 VERTS AT 157 IN O /C.
#8 VERTS AT 207 IN O /C. •
HEEL Steel (top) = 2.400171E-02 in. sq /ft . P.f
` �
#4 T (TOP) 154 IN
IN O /C. '
- 46 219 . IN O /C. s.;y. �.=WE •
#7 299 IN O /C. G
#8 394 IN O /C. s
moos
TOE Steel (bottom) = 1..132153E -02 in. sq /ft . ,. A r� fi ��
#4 'HOOKS AT 211 IN O /C. C,6
#5 328 IN O /C. -
#6 466 IN O /C :. • 'EXP. DATE: 1?.131I
#7 635 IN .O /C.
#8 • 837 IN O /C.
Temperature.Steel: Wall Horiz: Footing Longit:
#4 H AT 13 IN O /C. ( 4 ) #4 CONT.
#5 H,AT 20 IN O /C. ( 2 ) #5 CONT.
.4
2ETAINING WALL PROGRAM: GREEN SITE (6' FLAT)
K(HORIZ) = 30 PCF K(VERT) = 0 PCF.
RETAINED SOIL HEIGHT = 5.5 FT.
SLOPE OF BACKFILL =. 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 3.5 feet.
Footing Thickness = 10 inches.
Footing Toe = 6 inches.
Footing Heel = 2.5 feet.
Wall Thickness = 6 inches.
Wall Height (max) = 6 feet.
Factor of Safety (Overturning) = 2.806646
Factor of Safety (Sliding) = 1.533816
Overturning moment = 1595.569 lb.ft.
Thrust = 700.4679 lb.
Retaining Moment = 4478.196 lb.ft.
Total Weight = 2387.531 lbs.
Max. Soil Bearing Pressure = 1316.708 psf.
Volume of Concrete per ft = .2191358 C.Y. /FT.
Volume of Backfill per ft = .555567.1 C.Y. /ft.
WALL STEEL 1.5 ft from the top = 2.392946E -03 in.sq. /ft.
WALL STEEL 3 ft from the top = 1.919406E -02 in.sq. /ft.
WALL STEEL 4.5 ft from the top = 6.528641E -02 in.sq. /ft.
WALL STEEL 6 ft from the top = .1571648 in. sq. /ft .
Maximum Allowable Steel Area = 1.336402 in.sq /ft.
#4 VERTS AT 15 IN O /C.
#5 VERTS AT 23 IN O /C.
#6 VERTS AT 33 IN .O /C.
#7 VERTS AT 45 IN O /C.
#8 VERTS AT 60 IN 0 /C.
HEEL Steel (top) = .1253428 in. sq /ft . , ` `. t
##4 TRANSVERSE (TOP) 19 IN O /C.
0
#5 29 IN O /C. : sal OWE
#6 42 IN O /C.
#7 57 IN O /C.
#8 75 IN O /C. •91,. ` rt1 .
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TOE Steel (bottom) = 1.688187E -02 in.sq /ft.
#4 HOOKS AT 142 IN O /C.
#5 22.0 IN 'O /C.
W. BATE: 91
#6 312 IN O /C.
#7 426 IN O /C.
#8 561 IN O /C.
Temperature Steel: Wall Horiz: Footing Longit:
#4 -H AT 13 IN 0/C. ( .5 ) #4 CONT.
#5 H AT 20 IN O /C. ( 3 ) #5 CONT.
fir; k
ZETAINING PROGRAM : GREEN .SITE (8' FLAT)
K(HORIZ) = 30 PCF K(VERT) = 0 PCF.
RETAINED SOIL• HEIGHT = 7.5 FT.
SLOPE OF BACKFILL = 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
ZESULTS OF COMPUTER DESIGN:
Footing Width (total) = 4.833334 feet.
Footing Thickness = 12 inches.
Footing Toe = 8 inches.
Footing Heel = 3.5 feet.
Wall Thickness = 8 inches.
Wall Height (max) = 8 feet.
Factor of Safety (Overturning) = 3.068396
Factor of Safety (Sliding) = 1.60175
Overturning moment = 3645.426 lb.ft.
Thrust = 1215.095 lb.
Retaining Moment = 11185.61 lb.ft.
.Total Weight = 4325.062 lbs.
Max. Soil Bearing Pressure = 1642.763 psf.
Volume of Concrete per ft = .3765432 C.Y. /FT.
Volume of Backfill per ft = 1.03706 C.Y. /ft.
WALL STEEL 2 ft from the top = 3.781624E -03 in.sq. /ft.
WALL STEEL 4 ft from the top = 3.033711E -02 in.sq. /ft.
WALL STEEL 6 ft from the top = .1032315 in.sq. /ft.
WALL STEEL 8 ft from the top = .2487205 in.sq. /ft.
Maximum Allowable Steel Area = 2.004603 in.sq /ft.
#4 VERTS AT 9 IN O /C.
#5 VERTS AT 14 IN O /C.
#6 VERTS AT 21 IN 0/C.
#7 VERTS AT 28 IN 0/C.
#8 VERTS AT 38 IN O /C.
•
HEEL Steel (top) = .2000149 in.sq /ft. Q
#4 TRANSVERSE (TOP) 11 IN O /C._
#5 18 IN O /C.
#6 26 IN O /C. J 031a1PE
#7 35 IN O /C.
#8 47 IN O /C.
TOE Steel (bottom) = 2.863372E -02 in.sq /ft. 4). 'rn.
4.
#4 HOOKS AT 83 IN O /C.
#5 129 IN O /C. fa y COM
#6 184 IN O /C.
#7 : 251 IN O/c. Ems. ,DATE: ' __.
#8 331 IN O /C.
Temperature Steel: Wall Horiz: Footing Longit:
#4 H AT 10 IN O /C. ( 7 ) #4 CONT.
#5 H AT 15 I N O /C. ( 5 ) #5 CONT.
. �
•